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SU0012806 SSNL
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SU0012806 SSNL
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Last modified
1/7/2020 4:42:51 PM
Creation date
9/4/2019 10:18:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0012806
PE
2656
FACILITY_NAME
RA-92-1
STREET_NUMBER
8150
Direction
W
STREET_NAME
BATES
STREET_TYPE
RD
City
TRACY
Zip
95304-
APN
24809006
ENTERED_DATE
1/7/2020 12:00:00 AM
SITE_LOCATION
8150 W BATES RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\B\BATES\8150\RA-92-1\SS STDY.PDF
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EHD - Public
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KLEINFELDER <br /> File No. 20-2983-03 <br /> October 26, 1990 <br />�I <br /> F� <br /> 3 . "Review Committee Report On Evaluation of <br /> FSources of Nitrate in Groundwater of the Chico <br /> Urban Area, " Butte County, dated September 26, <br /> F. 1989. <br /> F4 . A Review of the Nitrate Problems in the <br /> Groundwater of the Santa Ana region and Their <br /> Relationship to High Density Developments on <br /> Septic Tank-Subsurface Disposal Systems, dated <br /> September 8 , 1989, by the CRWQCB, Santa Ana <br /> region. <br /> FAccording to our review of the above references and our discussions <br /> with Mr. Dykstra, the "Hantzche" mass balance equation is one means <br /> of -estimating nitrate concentrations in groundwater. In the CRWQCB <br /> ' report on nitrate concentrations in the Chico area, this formula <br /> F4was found to be sensitive to flow figures, home occupancy levels, <br /> ' <br /> and denitrification rates. The "Hantzche" equation is presented <br /> below with an explanation for each factor. <br /> F <br /> Nc = AW x Nw (1-D) + r (Nb) <br /> F AW + r <br /> Where: NC is the nitrate concentration in ground water <br /> resulting from domestic sources and precipitation - <br /> mg/1 Y <br /> A is the number of dwelling units per acre on septic <br /> tanks - unit/acre ` <br /> W is the annual wastewater loading per dwelling per x <br /> acre - inches <br /> { Nw is the nitrate concentration of nitrified leach <br /> field effluent - mg/1 <br /> F <br /> F <br /> Copyright 1990 Kleinfelder, Inc. 3 <br /> i + <br />
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